Pages that link to "Item:Q2271281"
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The following pages link to Confinement-sensitive plasticity constitutive model for concrete in triaxial compression (Q2271281):
Displaying 15 items.
- An integrated cohesive/overlapping crack model for the analysis of flexural cracking and crushing in RC beams (Q373265) (← links)
- A constitutive model for pressure sensitive materials with particular reference to plain concrete (Q913561) (← links)
- Three dimensional combined fracture-plastic material model for concrete (Q959911) (← links)
- A gradient enhanced plasticity-damage microplane model for concrete (Q1622500) (← links)
- Damage constitutive relationship for high-strength concrete in triaxial cyclic compression (Q1863371) (← links)
- Concrete in compression: A plasticity theory with a novel hardening law (Q1866281) (← links)
- Apex control within an elasto-plastic constitutive model for confined concretes (Q1997588) (← links)
- A triaxial linear viscoelastic characterization framework for asphalt concrete based on the 2S2P1D model (Q2063434) (← links)
- Phase-field modeling of fracture in high performance concrete during low-cycle fatigue: numerical calibration and experimental validation (Q2160395) (← links)
- Experimental analysis of concrete behavior under high confinement: effect of the saturation ratio (Q2428201) (← links)
- A mesoscopic model for the behaviour of concrete under high confinement (Q2854666) (← links)
- Plasticity model using multiple failure criteria for concrete in compression (Q5900167) (← links)
- Plasticity model using multiple failure criteria for concrete in compression (Q5919946) (← links)
- An enhanced damaged plasticity model for concrete under cyclic and monotonic triaxial compression (Q6105210) (← links)
- An ordinary state-based peridynamics modeling method for simulating anchor bolt pullout in concrete (Q6583856) (← links)
